Estimation of parameters for 3D geomechanical modeling from triaxial test results

Triaxial testing serves as a fundamental method for evaluating the elastic and strength properties of rocks, crucial for developing accurate 3D geomechanical models. This paper presents a novel method for determining strength parameters by incorporating the dependence of uniaxial compressive strengt...

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Main Author: Artem Kukhtinskii
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2025-03-01
Series:Energy Geoscience
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Online Access:http://www.sciencedirect.com/science/article/pii/S2666759224000696
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author Artem Kukhtinskii
author_facet Artem Kukhtinskii
author_sort Artem Kukhtinskii
collection DOAJ
description Triaxial testing serves as a fundamental method for evaluating the elastic and strength properties of rocks, crucial for developing accurate 3D geomechanical models. This paper presents a novel method for determining strength parameters by incorporating the dependence of uniaxial compressive strength (UCS) on P-wave velocity into the Hoek-Brown criterion. Additionally, a new approach is introduced to process triaxial test data efficiently using Python libraries such as SciPy, NumPy, Matplotlib, and Pandas. Furthermore, the paper addresses challenges in determining elastic parameters through triaxial testing. A Python script is developed to automate the calculation of elastic modulus and Poisson's ratio, overcoming subjectivity in selecting the linear portion of stress-strain curves. The script optimally identifies the linear region by minimizing the fit error with appropriate constraints, ensuring a more objective and standardized approach. The proposed methodologies are demonstrated using limestone specimens from Central Asian gas fields. These innovations offer faster, more reliable results, reducing error and enhancing the comparability of analyses in geomechanics, with potential applications across various geological settings.
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institution Kabale University
issn 2666-7592
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publisher KeAi Communications Co., Ltd.
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spelling doaj-art-63bb71328d474af2a5cb5ed5fbf7fe462025-01-30T05:15:03ZengKeAi Communications Co., Ltd.Energy Geoscience2666-75922025-03-0161100354Estimation of parameters for 3D geomechanical modeling from triaxial test resultsArtem Kukhtinskii0Perm National Research Polytechnic University, Komsomolskiy Pr. 29, Perm, RussiaTriaxial testing serves as a fundamental method for evaluating the elastic and strength properties of rocks, crucial for developing accurate 3D geomechanical models. This paper presents a novel method for determining strength parameters by incorporating the dependence of uniaxial compressive strength (UCS) on P-wave velocity into the Hoek-Brown criterion. Additionally, a new approach is introduced to process triaxial test data efficiently using Python libraries such as SciPy, NumPy, Matplotlib, and Pandas. Furthermore, the paper addresses challenges in determining elastic parameters through triaxial testing. A Python script is developed to automate the calculation of elastic modulus and Poisson's ratio, overcoming subjectivity in selecting the linear portion of stress-strain curves. The script optimally identifies the linear region by minimizing the fit error with appropriate constraints, ensuring a more objective and standardized approach. The proposed methodologies are demonstrated using limestone specimens from Central Asian gas fields. These innovations offer faster, more reliable results, reducing error and enhancing the comparability of analyses in geomechanics, with potential applications across various geological settings.http://www.sciencedirect.com/science/article/pii/S2666759224000696Strength criterionP-waveElastic modulusTriaxial testPython scripting
spellingShingle Artem Kukhtinskii
Estimation of parameters for 3D geomechanical modeling from triaxial test results
Energy Geoscience
Strength criterion
P-wave
Elastic modulus
Triaxial test
Python scripting
title Estimation of parameters for 3D geomechanical modeling from triaxial test results
title_full Estimation of parameters for 3D geomechanical modeling from triaxial test results
title_fullStr Estimation of parameters for 3D geomechanical modeling from triaxial test results
title_full_unstemmed Estimation of parameters for 3D geomechanical modeling from triaxial test results
title_short Estimation of parameters for 3D geomechanical modeling from triaxial test results
title_sort estimation of parameters for 3d geomechanical modeling from triaxial test results
topic Strength criterion
P-wave
Elastic modulus
Triaxial test
Python scripting
url http://www.sciencedirect.com/science/article/pii/S2666759224000696
work_keys_str_mv AT artemkukhtinskii estimationofparametersfor3dgeomechanicalmodelingfromtriaxialtestresults